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�DRn�T g460 \ ��I�� /0< SITE DEVELOPMENT STANDARDS
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A,,, 4.V��l �A• / Roof_ vV / i� / s„ �F rJ GRFA / SITE COVERAGE INFORMATION
BUILDING (1,IiVfl�� # �� / F y\ I� ��' 0,
ZONING: TWO FAMILY (R)
OUTLINE / \ 61 / 61 �Qa ��
/ F 'AL SITE AREA = .1987 ACRES = 8,655.37 SQ. FT. ”: O
6,60 / \• \ l 7 22j J SITE COVERAGE = 20% = 1,731 SQ. FT. MAXIMUM
EXISTING FLAGSTONE PATH / \\ �O \26+, EXISTING SITE COVERAGE = 1,691.15 SQ. FT.
TO BE REPLACED •" �� 1''_ �a�l� \
CONC. / \ p PROPOSED SITE COVERAGE = 1,721.28 SQ. FT.
LOT 10B -,ani'' _�47�4d,� �i
3' BOULDE' 7 / 8459.2' ,, I
(nrP.) "�- �G�����I 1 1, GARAGE SLAB WAR \ BUILDING HEIGHT: ALLOWED = 33 FT.
x,51/ / VALVE PROPOSED (NO CHANGE)
•, • . • at,��.=OI�0�1b ilil / / DWELLING UNITS: 1
DECK 5' BOULDER f �vc�r LOT 1 1 A /
�`✓/(7YP) _ `r► O J , 0.1987 AC. / \\ EH 0 U
�� _ � \ SETBACKS: 20'-0" FRONT O
8459.6'
:455 \ �����\�\�j DECK x / \V 15'-0" SIDE/REAR O
TREES TO BE / /1• SSR / ate' / \\ \ GORE CREEK 50' STREAM SETBACK ►--�
RELOCATED (TY / 1 ® eO� \ CO / - GAS/ELECTRICAL \ FROM CENTERLINE.
/ O '� OU�D/NG l ROOF / METER LOCATION \\ ►--� w
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FOUNDATION SUB SLAB SUMP, p�� �� // �� ESE 8453.a' eGE \\\ P4 U
INLET 8449' OUTLET 8453' �. A V
�� / �. / FGRES� / v v A CA
LIMIT OF DISTURBANCE AND BOO/- o �, 3 / , '`cCV
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EROSION CONTROL FENCING Allir. 3 / EL�s4,4%,4772' ER "v/ \\LIMITED MACHINE TRAVEL c / RO \ ,_ O
BEYOND THIS POINT • `�� //�_" OF Rhe \\ i--�
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FND4 PLAIN REBAR �\ �_ \ / ,�WIT. CRN. T.O.W. 8456'-0" �v' LOT 1 1 B \ L/)
EL=8450.94' 1� • \ .l / 19(//4 ROOF-
0U r. 0.W. 8452'-0" ? \\
APPROXIMATE LOCATION O I�� ` 04/T,NE T`l�e MAIN LEVEL / \\\ w I I
100 YEAR FLOOD PLAIN LINE -� ,10,104.
,� ���. / OUTLINE
INTERPOLATED FROM F•E•M•A - _ 8450 • � \ \ l'fig �� \ / \\ c.
EAGLE COUNTY, COLORADO ���1 Ira V
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INSURANCE STUDY MAP UBER 49 \1� $ 5
08037C0493D DATED 12/4/2007 �, 4 / \\ �f
/ a-- . / N ® \ 5 3' / 50'STREAM \
HIGH WATER UNE 71-
48.4 \ \` \��. \ \' \ arar'i `� \ SETBACK EROSION FENCE DETAIL \\ O
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/ / ��_ 0 -� - j 60" CHAIN LJNK FENCING W/ \\
BUILDING SETBACK / \ o� X455 � � �\� EXISTING TREE TO BE REMOVED POSTS 72 O.C. \
\. 41 I �� % 10'SETBACK
POSTS: 6' LONG
V • � �-_� / A C�COPYRIGHT
\ \ ` -41P°11"-fir`W OFFSET STEEL T STAKES \ STEVEN JAMES RIDEN
\\ / \ • .,N.::,,,,.....___......:----\._
�``__� �� `� / \ 5' O.C. (MAX.) \
vv / EXISTING FLAGSTONE PATH � \ --� �®%. , A A.I.A. ARCHITECT P.C.
ALL RIGHTS RESERVED
TO BE REPLACED -------___—<---..„< ,�
� FILTER FABRIC: \ \
/ / \ \� �� NEW FLAGSTONE STAIRS so" WIDE TENSILE STRENGTH 120 WS. \ _ \ THIS DOCUMENT..AND THE IDEAS
/ / \ \ \ INSTRUMENT OF PROFESSIONAL
EQUIVALENT OPENING SIZE 70 \ AND DESIGNS HEREIN,AS AN
/ \ \ \ \ , & PATIO(NO SLAB) \ SERVICE.ISTHEPROPERTYOF
ARCHITECT P.C'.,AND IS NOT TO BE
\ \ \ `\ / Z \ \ STEVE);JAMES RIDEN A I A
•
/ \ DECK OUTLINE ABOVE T.__ � � � � - � T.O.W. 8455'-6" COMPACTED DIRT o
'\ / � \ \ GRADE m OSEU IN WHOLE OR PART WITIIOUT
\ \ • B.O.W. 8451'-O" � \ THE WRITTEN AUTHORIZATION OF
/_ O \\ +.49.' $450 WIRE MESH• 60" WIDE \ \ STEVEK JAMES RIDEN
•_' \ \ 2" MESH (MAX.) !MINIM- ® ® \
/ O `- THE CONTRACTOR SHALL THOROUGHLY
LOT4 / —— _ \ ' 14- GUAGE WIRE (MIN.) I ®__ a Z \\ INSPECT AND SURVEY
/ \ - -III
FIELD ONDIITIONS TO VERIFY
EXISTING
- — 11119111—IIPJ iii v THAT THOSE SHOWN REFLECT
FOREST GLEN / / \ • - \ STAPLES (FOR WOOD POSTS) EII III _ _—_ \ \ WORK ON THE DRAWINGS.
\• - HEAVY DUTY 1" LONG (MIN.) D9=III I 111_111-ILII-III-III O THE CONTRACTOR SHALL REPORT
20' PEDESTRIAN, DRAINAGE, & • ———_ �F 50.1 II®IIMEf�fipiiipaiE _IIIIM111=IIIMW111 I \
UTILITY EASEMENT • — WIRE (FOR STEEL POSTS) II®1®�7IIIOI \ ANY VARIATIONS OR DISCREPANCIES
/ ^ \ = II®II®II®II®i- TO THE ARCHITECT BEFORE
/ N T •\ ...�..�.. \\ PROCEEDING
DI' � •\ CENTER UNE OF STREAM -----, \
00 4h
` \.\ ---_ _— \ JOB NUMBER: 13-8
49\ \'\ _0 / NOTE: RE: LANDSCAPE PLAN FOR GRADING -----_�� \\\ /\ DRAWN BY TH/SJR
/ AND ROCK WALL, FLAGSTONE STAIRS ---__
HIGH WATER UNE \. N & PATIO DESIGN. ---_• _�- \\\ / DATE: MAY 1, 2014
LOT 5 • • ---— \ ISSUE PERMIT
36.92 ——_ \ // OO' RLVISIOS DA IL INITIAL
FOREST GLEN _ _
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